HomeMy WebLinkAboutPreliminary Plat .ROCKWELL GREENS SUBDIVISION
PRELIMINARY PLAT
MERIDIAN, IDAHO - 2023
LOCATED IN A PORTION OF THE NORTHEAST QUARTER OF THE Cj
SOUTHEAST QUARTER OF SECTION 29,
T.4 N.,R.1 W.,B.M.,CITY OF MERIDIAN,ADA COUNTY,IDAHO
con
Z O T
O F-
_ C/) N_ C.�
~ co
c o
C'7
a m � 00 c
Y R c
� W
Q >
O WU
z �
L1J 0° o
M =
ZCD
STANDARD ABBREVIATIONS PROJECT SITE 2PRELIMINARY PLAT SHEET INDEX
-
�
ABS Acrylonitrile-Butadiene-Styrene ESMT Easement PL Property line R 0 C KW E L L GREENS 1 OF 5 PP.100 TITLE SHEET
ABAN Abandon EVC End of Vertical Curve POC Point on Curve 2 OF 5 PP.200 PHASING PLAN
ABAND Abandoned EXIST Existing PRC Point of Reverse Curvature \/
AC Asphalt Concrete FG Finished Grade PP Power Pole 3 OF 5 PP.300 PRELIMINARY PLAT
' SUBDIVISION
ACP Asbestos Cement Pipe FH Fire Hydrant PSI Pounds per Square Inch 9 4 OF 5 PP.301 PRELIMINARY PLAT
AH Ahead FL Flow Line PT Point of Tangency Q 5 OF 5 PP.400 STREET SECTIONS
ALT Alternate FTG Footing PVC Polyvinyl Chloride
BC Beginning of Curve FS Finished Surface PVMT Pavement
BCR Beginning of Curb Return GALV Galvanized R Radius
BK Back GB Grade Break RB Ribbon Curb
BM Bench mark GIRR Gravity Irrigation RC Roll Curb �-
BVC Beginning of Vertical Curve GL Grade Line,Ground Line R/W Right-of-Way I
BW Back of Walk GM Gas Meter RL Roof Line
CB Catch Basin GR Grade RR Railroad i CONSTRUCTION CONTACT INFORMATION
CIF Curb Face HOPE High Density Polyethylene Rt Right � � w
cf Cubic Foot HORIZ Horizontal S Slope
CL Centerline High Point SB Seepage Bed Q DEVELOPER ENGINEER SURVEYOR
3
CO Clean-Out(Sewer) IN INCL Including SD Storm Drain
CONIC Concrete INV Invert SDR Standard Thermoplastic Pipe i U DEVCO, LLC CIVIL INNOVATIONS, PLLC SAWTOOTH LAND SURVEYING, INC.
CONN Connection IP Iron Pipe Dimension Ratio CONTACT:LAREN BAILEY CONTACT:BEN THOMAS,PE CONTACT:GUS PORTER �NAI
1043 E.PARK BLVD.,STE.100
CONST Construct,Construction IRR Irrigation SEC Section
COORD Coordinate ISPWC Idaho Standards For Public SF Square Foot(feet) 4824 W.FAIRVIEW AVE. 2030 S.WASHINGTON AVE. �
BOISE,ID 83712 CIS TE 1
CTV Cable Television Works Construction SG Sand and Grease Trap z BOISE,ID 83706 EMMETT,ID 83617
PHONE:(208)884-8181
CY Cubic Yard L Length SP Signal Pole PHONE: (208)336-5355 PHONE: (208)398-8104
DBL Double LB Pound SPRK Sprinkler EMAIL:BEN@CIVIL-INNOVATIONS.COM
DI Drop Inlet LF Linear Foot SS Sanitary Sewer EMAIL:LAREN@CONGERGROUP.COM EMAIL:GUS@SAWTOOTHLS.COM �I ��O 62
DIA Diameter LP Low Point STA Station O
DIP Ductile Iron Pipe LT Left STD Standard
DW Driveway MAINT Maintenance SW Sidewalk asting OF
DWG Drawing
MH Manhole SY Square and MW Monitoring Well TAN Tangent ��� IN P 1 �
EA Each N Northing TC Top of Curb
EC End of Curve NO. Number TEL Telephone
ECR End of Curb Return PC Overhead Power T Topography 4BENCH MARK AND DATUM DATA
EG Edge of Gutter PC Point of Curvature TRANSAM Transition LL ,�,
ELEV Elevation P.C.C. Portland Cement Concrete TYP Typical o
EM Electric Meter PCC Point of Compound Curvature VB Valve Box DATUM DATA LU w
ENGR Engineer,Engineering PCVC Point of Compound Vertical Curve VC Vertical Curve = o z
VERTICAL: NAVD 88
EP Edge of Pavement PE Polyethylene VERT Vertical z = o m
PIRR Pressurized Irrigation WM Water Meter z ¢ o
W. MCMILLAN RD. Wzz
LU
cc
O U U
p [] � Z
qft 1 CD CDO Z
~ CC = Cn CDO w > n
F_rT5PRELIMINARY SITE DATA
CIVIL INNOVATIONS z O C/) LL C!J
NORTH o 0 0 0
Cn
TOTAL ACRES 25.14 AC ZONING LLJ= w
STREET LEGEND WATER LEGEND VICINITY MAP PUBLIC RIGHT-OF-WAY 6.48 AC EXISTING: RUT PROPOSED: R-15 a zcc
-- BOUNDARY LINE �W PROPOSED WATER LINE AND VALVE SCALE: 1" = 500' SINGLE-FAMILY RESIDENTIAL AREA 14.63 AC MINIMUM LOT SIZE o
RIGHT-OF-WAY LINE W EXISTING WATER LINE AND VALVE 750 500 250 0 500 1000 OPEN SPACE/COMMON LOT AREA 4.03 AC SINGLE FAMILY 2,338 SF w = =
CENTERLINE PROPOSED DOUBLE WATER METER SERVICE LINE AVERAGE LOT SIZE ~ 3 z
PROPERTY LOT LINE PROPOSED SINGLE WATER METER SERVICE LINE HORIZONTAL SCALE IN FEET TOTAL LOTS 223 SINGLE FAMILY 3,109 SF
PROPERTY LOT LINE(ZERO SETBACK) EXISTING DOUBLE WATER METER SERVICE LINE SINGLE-FAMILY RESIDENTIAL LOTS 205
PHASE BOUNDARY — EXISTING SINGLE WATER METER SERVICE LINE OPEN SPACE/COMMON LOTS 18 RESIDENTIAL DENSITY(Du/Ac) 8.15
EP EDGE OF PAVEMENT PROPOSED FIRE HYDRANT
0+00.00 CENTERLINE STATIONING EXISTING FIRE HYDRANT Z
QUALIFIED SPACE 3.99 AC
PROPOSED VERTICAL CURB ® PROPOSED CONCRETE THRUST BLOCK
OPEN SPACE/PATHWAYS 3.10 AC Q
PROPOSED ROLLED CURB EXISTING CONCRETE THRUST BLOCK
1/2 HIGHWAY BUFFER 0.32 AC �
PROPOSED VERTICAL TO ROLLED CURB
TRANSITION SECTION PARKWAY STRIPS 0.57 AC
-------------- EXISTING VERTICAL CURB PRELIMINARY PLAT NOTES:
-------------- EXISTING ROLLED CURB SEWER LEGEND ELIGIBLE OPEN SPACE PERCENTAGE 15.87%
SC SERVICE CONNECTION 61 BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY Q
2645 PROPOSED 5'CONTOUR CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL USE PERMIT.
2644 PROPOSEDI'CONTOUR SL SERVICE LENGTH
—2645- — EXISTING 5'CONTOUR Si SERVICE INVERT ELEVATION 2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL
10 GROUNDWATER ELEVATION.
---2644--- EXISTING V CONTOUR 10 SS PROPOSED SEWER LINE AND STATION y O
DRAINAGE SCALE SS PROPOSED SANITARY SEWER LINE AND MANHOLE 3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF Q
MERIDIAN AT THE TIME OF THE RE-SUBDIVISION
PROPOSED STREET SIGN ��SS PROPOSED SANITARY SEWER LINE AND SERVICE Z — LL
. � LL
EXISTING STREET SIGN PS PROPOSED PRESSURE SEWER LINE 4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN(10)FOOT PERMANENT EASEMENT FOR PUBLIC W Q W
PROPOSED STREET LIGHT ---O-—SS EXISTING SEWER LINE AND MANHOLE UTILITIES,IRRIGATION,AND LOT DRAINAGE, UNLESS OTHERWISE DIMENSIONED. W i I
L SS— EXISTING SEWER LINE AND SERVICE cc F-
EXISTING STREET LIGHT 5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE w
DIRECTION OF SURFACE FLOW OF THE INTERIOR SIDE LOT LINES,AND A TEN (10) FOOT PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC
PROPOSED TYPE III BARRICADE UTILITIES,IRRIGATION,AND LOT DRAINAGE. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION DOES NOT APPLY TO
GRAVITY IRRIGATION LEGEND THOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS. ALL OTHER EASEMENTS
� PROPOSED TYPE II BARRICADE $ ARE AS SHOWN.
EXISTING BARRICADE —GIRR— PROPOSED GRAVITY IRRIGATION LINE AND BOX
-- —GIRR—- EXISTING GRAVITY IRRIGATION LINE 6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL Uj
RM
BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT.
PROPOSED PEDESTRIAN RAMP R
DETACHED WITH DETACHED SIDEWALK 7. MAINTENANCE OF ANY IRRIGATION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER
ATTACHED UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN IRRIGATION/DRAINAGE ENTITY.
�•
•: DETACHED O
DETACHED PROPOSED PEDESTRIAN RAMP PRESSURE IRRIGATION LEGEND 8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL
WITH ATTACHED SIDEWALK PIRR— PROPOSED PRESSURE IRRIGATION LINE AND VALVE OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC,BY ANY
CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE
PIRR EXISTING PRESSURE IRRIGATION LINE AND SERVICE LINE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS
i
PROPOSED CONCRETE VALLEY GUTTER *)----PIRR PROPOSED CONCRETE THRUST BLOCK OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY
AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF."
- -�- PIRR EXISTING PRESSURE IRRIGATION LINE AND VALVE
9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION.
PROJECT NO. 22-0804-ANV
STORM DRAIN LEGEND 10. LOT 1,BLOCK 1;LOTS 1, 18,31,56 AND 57,BLOCK 2;LOTS 1, 18 AND 38,BLOCK 3;LOT 1, BLOCK 4; LOTS 1 AND 15,BLOCK 5;LOTS 1 DWG FILE PP.100
AND 11,BLOCK 6;LOTS 1 AND 13, BLOCK 7; LOTS 1 AND 17,BLOCK 8;ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE
- O PROPOSED SAND AND GREASE TRAP
ROCKWELL GREENS SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS DESIGNED BY BT
AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAWN BY JTA
C EXISTING SAND AND GREASE TRAP DRAINAGE.
® PROPOSED DROP INLET CHECKED BY BT
EXISTING DROP INLET 11. DIRECT LOT ACCESS TO ERSATZ PLACE IS PROHIBITED. ISSUE DATE 08/02/23
SO PROPOSED STORM DRAIN LINE AND MANHOLE HORIZ.SCALE AS SHOWN
—SD—— EXISTING STORM DRAIN LINE AND MANHOLE
VERT.SCALE AS SHOWN
TOB PROPOSED TOP OF BANK
TOE PROPOSED TOE OF BANK PPOI 00
SHEET 1 OF 5
D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PP.100(TITLE SHEET).dwg
IIIIIIIIIIIIIIIMI
IIIIIIIIIIIIIIIMI
r EG -
— o
�11EG— _EG_ O
EG EG EG EG EG \ a T T
0 T E
EG I C
00 ca
o
Y
mLll !E� -
a N
- - - W.SNOW CURRANT ST. - - - I I ���y I I / f / W I w % \\ o z 3
m 3
W I I \ Grk I f I I i BLDG I me I o �
W _a
BLDG CIVIL INNOVATIONS -
EG NORTH
PADC 80 40 0 80 160
i
HORIZONTAL SCALE IN FEET
I EG I I v
W V 1
i
BLDG
uj
III
PHASE 3
ca
I
I
�CXST����f
OT6 2
I
FUTURE I O F ��� �
30'WIDE PERMANENT EASEMENT TD ACQUISITIO<(I FOR HWY 16 EXTENSIONJ� �O
I , �
IN P I
LL o LU
II11 I_i � Ua 0
LU L w c�V rl
O z
CD
C) Q
LU 2f
2-- a0
- W. BURNT SAGE ST.— - - - - I i��Fy I-- LU
N
C-, z
o z
o� U, o
CD u-
� w d
i I � CCW
z C) co
a < = LU
o � z
LU J II CD W LU
S PHA E 1 I zm �
I I - -II CD
I
I az �
F
Lu 2 2
H LU CO
LU
= o
W II ~CD
z
CD O
CD a
oLj
�
a Cz C
Ca
LU
� I W
J cm
11.16. O
COD
z
i
LU y
LU
-W. ROCKLEDGE ST.- - i
oe
I I
i Z
LU
Dim
. � I I I I I Ca � z
y o
i oLUz
W o a
PHASE 2 Cw
W
- - - -i W. DOUBLEROCK ST.
I I �
I I
I v
I I �
i
I
o�
- - - - - -
. I
I
I �
PROJECT NO. 22-0804-ANV
DWG FILE PP.200
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 08/02/23
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
I
PPm200
SHEET 2 OF 5
D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PP.200(PHASING PLAN).dwg
I
r
�
1
CIVIL INNOVATIONS
NORTH J
50 25 0 50 100
UNPLATTED UNPLATTED HORIZONTAL SCALE IN FEET UNPLATTED
y o
Z T T
O
C 00
F- T C
_ Cn N C
C-E 1/16 S89022'35"E 538.01'
CY)
_ EG S89°22'35"E 78�.02' _
a ~ Co 2
Co 2
25.00' 25.0 s 30.5T 30.00' 28.00' -28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 35.44' - - - FG - - EG- - - - _ _ - - - -
29 28 m p o
1 491.76'- _ - - EG- - - - - eG- - - - - eG- E125.09' - -eG EG- 130.17' - r��` - 4 1/ CO - Y w N C
BLOCK 1 / / - - - - EG- - - - EG- - - - - EG- - - - - E - EG El O' I N >
< LL V
�� / I \ / / O:pw cL O z 3
I o 1 / ¢U' L� m � 3
"' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 \ ch =
L.L CD
� L.LCD - L.L L.L L.L L.L - - C) L.L L.L 47 L.L CD L.L O L.L O L.L O L.� O
ZD CD
cn M w w w M M 00 w w w M M M `r' w "' w `r' M "? I F� I lE.
lf) I` M O M M M M M M M CO oD W oMD W co O co W 00 00 Cl) c0 M CO M c0 M 00 M M M / / O
w 1 Z T
M M Cl) M M M M M M M cM M Cl) co M co W N co M M M M M M M M M cM cM M M M p EG w
I O N N N N N N N N N N N N N N N N N I / I I ❑
28. 1' I � a
1 BCR=30'
I 11.0 30.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 1 28.00' 28.00' 1 28.00' 1 28.00' 28.00' 28.00' 34.99'
• •o
175.50' �'o
- _ _ _ - o - 231.00' W. SNOW CURRANT ST.- - .
00
m o 10650'
BCR=30' 96.50' 16.22' s 21.27' 163.00'
21.16'• 50'.72
1 920 SF
4 90.00, BCR=20',TYP. 1 4,748 SF BCR=20',TYP.
11.34' 4.94' 10.24' 11.29' 16.32' 84.01' 11.96' 01 I w BLDG
2 4,047 SF o 96.50' 96.50' 4.95' 2 2,619 SF MI
I M M CD
o 28 3,281 SF �o 0 26.49' 87. 0'
CD
1 2 3,281 SF - BLDG UNPLATTED
1 101.50' M
c , 96.50' 96.50' .�, 3 2,450 SF Ni
I 3 3,857 SF o 87.50' I /
M a0 0
M3,088 CONC
27 SF o
1 N3 3,088 SF 1 / I / G PAD
M "N' o c w
4 2,450 SF Co1 I 1 l'i
\ / / / �QNAL
101.50' 96.50' 96.50' 87. 0' NI - - _ , AEG �C ST
N I /
I
o O O CDI \ EG EG / / EG u �Y �nJ�
1 4 3,857 SF M 26 3,088 SF N 4 3,088 SF ED o \ Ulf
1 Cl) M 00 5 87.50'2,450 SF °I I SG
50' 101.50' 0 96.50' 96.50' 1 / / VG I I � 7/Q /2sED �o
1 P5 251 1, o c . . N 25 3,088 SF N 5 3,088 SF o o c W I � Z�
5 3,857 SF �1. Cl) M M N 6 2,450 SF NI I / I ��/ O F
18' co38 00' 38.00' 1 Lo -- I �I j S
I 8' 87. 0' ,f� �/T7�77 TT N P
96.50' 96.50'
5' 19.0' 19.0's o '19.0' 19.0" o o
101.50' M 24 3,088 SF o 6 3,088 SF N e 1 6 7 2,450 SF C6 I j
6 3,857 SF M "' 87.50' I 1 l o J
"' 96.50 I \ / BLDG w � o
96.50' o b J Lu ui
o 0 1 0 8 2,450 SFC. o z
1 101.50' N 23 3,088 SF o 7 3,088 SF o °' `� NI �� j z g }
1 "o o M . 87. 0' _� ova m
✓_L1-/_11-L1_/
I 1 o BLOCK 4 0 ' o BLOCK 2 I I I j w a z
7 3,857 SF 00 °° 96.50' 96.50' o g o z
o, M o N 9 2,450 SF
00 O N
OC e
M 22 3,088 SF o 8 3,088 SF N s �; 87.50, o =
r 101.50' in BLOCK5 "' "' o ; UNPLATTED w 11 cc) 0 O Z
I o 8 3.857 SF o 96.50' 96.50' 0 10 2,450 SFoc; I 1 o w U_
0O 00 o N z '"'-'
M "' I M 21 3,088 SF N 9 3,088 SF o 87. 0' } CC Lu oC oC
U
M N I Q Z
f `' o I oC �ii l C o
I r 101.50' 1 06 11 2,450 SF 1 i i j o � z
N C LU
96.50' 96.50' c3 m
0 0 . 0 87.50' z
' M 9 3,857 SF N 20 3,088 SF o 10 3,088 SF o W j j ¢ z �
M M N N I
I Q 1 M M 0 12 2,450 SF �� o
101.50' W 96.50' LU
96.50' 87. 0' I = o
Q o o s Q F- z
1 N 1 0 0 p c 19 3,088 SF o 11 3,088 SF o H o
00 10 3,857 SF M N N ``o 0
Q Cl) coy �.1 M M W 1 N 13 2,450 SF �I j
= NI
87.50'
W y 96.50' 96.50' FUTURE ITD ACQUISITIO FOR HWY 16 EXTENSION
1 LU 101.50' co o o V o 30' WIDE PERMANENT EASEMENT
W 18 3,088 SF o 0 0 0
y o 1 N 12 3,088 SF N O 1
M 14 2,450 SF
ICD
00 11 3,857 SF00
M
jl
M
� Z 96.50' 96.50' r I
o aD
a 1 101.50' N 17 3,088 SF q 13 3,088 SF o 'r 0 15 2,450 SF `° S89°22'11"E 486.23'
Cl) M CD M N g 87' 30.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00'� 28.00' 111.23' 35.00 I THE OAKS NORTH y
o CD SUBDIVISION NO. 10
I M 12 4,028 SF 87.50' w
0
o� 96.50' 96.50' o
11.31' o 0 O N 16 2,450 SF 1
s 93.50' 16 3,281 SF o 0
BLOCK 2 1 11 I I M 14 3,281 SF v 19 20 21 22 23 24 25 26 27 28 Y9
I 10.53' " c c - c - c o o o o 0 30 0 31 -
87. 0' M `� M 'n w 'r? C0 'n co "? M "' M '�? cn 'n w t' n 10 c 12,921 SF
O O co M M M M M M ch M co Cl) M co Cl) aJ y W w ^
BCR=30' BCR=30' �`L 96.50' o o cn M M M o M M M O0 M aO c co M CO M 0D rn M �I r
q 11.32' 96.50' 1 6 17 2,625 SF to
a r
9s.50' 10.30' M O N N N N N N N N N N M M (D
1 BCR=20',TYP. 15 4,756 SF BCR=20',TYP. -1 10' c" ----
21.16' 21.27' 87.50' O
I is3.00' �j 18 1,276SF 11.72'
�? o I ' ° �6 72.50' r 30.44' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28. 16.4 '
- 1 OO . 4 rs.s �o� I I W. GEM PREP ST. y o
I N _ _ I I cc
175.50'- o - - 231.00' o W. BURNT SAGE ST. 213.09' �'
I o^o - - - - � - - - - - - - - - 187.6T Q �-L / ---
a, � - o - - - 12.68' I i 1 Z Q
r _ o I I o - � w I N �y W Q z
r l N M N - - !�\ 84.80' 1 co Cn �I 0
c2 15) v N '� OD cMri uMi J
r I LU
T � 3s0.05' s " '. �, r 1 I � 1 � W OC
"' s 1 N 32 2,701 SF C
UNPLATTED ''' -- �ti BCR=20',TYP. 21 28 174.64' o T
8�IT 91.50' ti r ,, M 3 G
BCR=30'
7Q
1 3,779 SF 23.40' I Cz
1 �� BCR=30' ?� 4.16' 100.00. 87.95'
99.88' o LU,
o 20.15' 7.90' MIJ
z( 93.50' o BLOCK 8 2.72' - o C7 w
1.50' p o 32 0 aD 1 33 2,451 SF
MATCH LINE - SEE 1 11 slim �1'3ti �f.5d^ I ii W
2 4,055 SF o o 100.00' MATCH LINE - SEE
SHEET PP.301 1 0 15 3,968 SF 100.00' ED
00
46.00' ' ;, I o o N 34 2,450 SF 1 1 SHEET PP.301 I
I 101.50' cov 31 3,200 SF q o N
c, N 3 3,200 SF 87.50' I
M 1 = ~ II I 100.00, 46.00' M 1 C7 a
:19.0' 27.0' 100.00' 100.00, = O
o � o '
1 3 3,857 SF BLOCK 6 0 0 q 35 2,450 SF c I w
I M 1 M 14 3,800 SF q 27.0' 19.0' o N N I o
N 30 3,200 SF o s I COD
60,781 SF °' o 0 0 87.50'
4 3,200 SF
101.50, �, M M
1 m M 100.00' N .I M 36 2,450 SF IL 1
100.00' C6 100.00' o c I d
�o C c•M7 • s N N 1 0
I M O
M 4 3,857 SF M co 0013 3,800 SF 1 f o 0 87.50'
L M oci a N 29 3,200 SF o 5 3co
00 (q ,200 SF I_
C 100.00, 100.00' N 37 2,450 SF I PROJECT N0. 22 0804 ANV
1 101.50' N N
I 100.00, 38.00' 87.50' 1
0 0
QP
DWG FILE PP.300
5 3,857 SF 00 o N 28 3,200 SF o 6 3,200 SF °•19.0' 19.0'• o o rn
o 12 4,033 SF o MCIQ M M 0 38 2,450 SF I r DESIGNED BY BT
00
QW N N 1- DRAWN BY JTA
100.00' 100.00' ' s' 87.50' l o
I 101.50' Q �, CHECKED BY BT
CD �20,0 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 37.20' 40.00' 22.81' h o o I 1
1 6 3,857 SF � 0 80' w M 27 3,200 SF oN 7 3,200 SF N � 39 2,450 SF o
M M 1 100.00' M 00
M W N N
100.00' 87.50' 57 I ISSUE DATE 08/02/23
I - � U. s
to rn 1 I UNPLATTED HORIZ.SCALE AS SHOWN
101.50' 2 3 4 O o o O o I VERT.SCALE AS SHOWN
0 0 0 5 6 7 8 9 10 11 N 26 3,200 SF N 8 3,200 SF o N 40 2,450 SF w
OO C O L.L 117 LL Ll7 LfJ LO 11107 LO L.L LL LO() OCD L.L Z M N N
7 3,857 SF Z 87.50' 1
c n cn w n r M r w
M M c o o � o � o � o o o o c�Mo 100.00' 100.00'
T
CIZ
CD 00
Cl) ZD
PP300
c"' T co T ri T co T " 41 2,450 SFo
SHEET 3 OF 5
D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PP.300(PRELIMINARY PLAT).dwg
1 00 9 3,857 SF o . o 0 0 87.50'
r, M N 20 3,088 SF 10 3,088 SF O
M M N I O Q M co 12 2,450 SF
1 j
a 101.50' � 96.50' 96.50' � N
oED
Q
N 1 0 o p N 19 3,088 SF N 11 3,088 SF r H c I j
Q ro 10 3,857 SF M cv CR 0
I M M M W N 13 2,450 SF C6
VW
� O NI
j r y 96.50' 96.50' FUTURE ITD ACQUISITIO FOR HWY 16 EXTENSION
1 p 101.50' o a o 30' WIDE PERMANENT EASEMENT
y o
W I Q 18 3,088 SF o o V o 0
co,
o c°' -a I M 12 3,088 SF N .101 o; 14 2,450 SF
0
I00
o0
11 3,857 SF M N NI
O M Z 96.50' 96.50' Z r I1
1 o
S89°22'11"E 486.23'
� 1 101.50' I � 17 3,088 SF N 13 3,088 SF � 'r N 15 2,450 SF °r°
M M g 87 30.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00'� 28.00' 30.00' 111.23' 35.00' THE OAKS NORTH y
I 87.50' W SUBDIVISION N0. 10 0
m 12 4,028 SF 96.50' 96.50' r o o T
1 11.31' o 16 2,450 SF o o_
BLOCK 2 1 w °O
1 s 93.50' 16 3,281 SF 14 3,281 SF v ; N 19 20 21 22 23 24 25 26 27 28 1 -- - - O L r E
I 10.53' co 87. 0' c c o o o c c c 29 30 31 i - N N cp
u� u� u� u� �n �n �n u� u� C0 u� 'r' 12,921 SF I � C6
O N M Cl) M co M M Cl) M M 00 M 00 M 00 W �� n�
\ o co co 00 oo oo oo oo M oo vi Cl) w ^ 1 i __ -- - J >
1 j BCR=30' BCR=30' L 11 32' 96.50' 96.50' I o 17 2,625 SF o c" M M M M M Cl) Cl) Cl) Cl) 00
96.50' 10.30' M o N N N N N N N N N CV M 00
1 BCR=20',TYP. 15 4,756 SF BCR=20',TYP. 1.10' " c" c? W L i____ m 0 0 0
21.16' 21.27 87.50' N �, 1 ----- Y - N i=
I 163.00' �j 18 1,276 SF 11.72' Q N .
72.50' r 30.44' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28.00' 28. 16,4 I ~- a- o Z 3
00 .4 rs.ss oo� 1 W. GEM PREP ST. 0 LLi m o 3
2 3
1 ti I CYD
175.50'- � c - - 231.00' g
W. BURNT SAGE ST. 213.09' �' I �L __ o
I - - - - - - - - - _ 187.67' sr W
LO - - - - - o - - - - s� rl2.68'
co p o cm ST a
T 1 N M N `t 5� 84.80' co
M I� r• r • v N ,� OD 1 cn u�
I 1
I
T , s 360.05' a:, I M r
UNPLATTED w - �l BCR=20',TYP. 21.28' 174.64' 32 2,701 SF o T
b�IT 91.50' `L r ,, M 3
1 3,779 SF 23.40' I ,�
�•, BCR=30' BCR=30' 'j ',
Q 4.16' 100.00' 87.95' v
MATCH LINE - SEE �1 tip' �r 9988 1 MATCH LINE - SEE o LC'n
SHEET PP.300 z 0 20.15' 36LOCK80 o z.72 1790 � 1 93.50' s o o 0 33 2,451 SF SHEET PP.300I
11 iwim I �2 � Ai � M 2 3,400 SF T I
1 0 2 4,055 SF � . CD 100.00' M I 1
M o 15 3,968 SF o I 100.00, o ED
r
46.00' 06 34 2,450 SF I �"
I 101.50' N 31 3,200 SF o 00
o N N
100.00' 3 3,200 SF M 87.50' I = ~
46.00' 1 C7 a
o 1 :19.0' 27.0' r 100.00' 100.00, =1 "
Oo o 1 00 3 3,857 SF 06 BLOCK 6 0 0 00 35 2,450 SF I w
I °' M 1 .0 14 3,800 SF c 27.0' 19.0' o N N C o
M 30 3,200 SF N 4 3,200 SF c s I y
60,781 SF Cr) o 0 0 87.50'
101.50' M '• o O z
1 mo 100.00, IL
100.00' 100.00,
ED
0 4 3,857 SFaD
o M ; N 36 2,450 SF o 1CD
o,
I M ( p
M c, 00 13 3,800 SF f o 0 87.50' ANAL
r' cD [,., co 00 a N 29 3,200 SF o o �.
1 M � r M M Cl)Cli 0 G 1"'T.� 1
�; 5 3,200 SF
1 101.50' C\I 100.00, 100.00' 00 37 2,450 SF 1� �� 4�C
c 100.00, 38.00' 87.50' co
N
b o o O V�I V
I 5 3,857 SF 00 o . N 28 3,200 SF N 6 3 200 SF c °°19.0' 19.0'° o �0 62
12 4033SF Cl) ci o o �I=
s o oM 38 2,450 SF o 1 3 0
00
ui� 100.00' 100.00' Ld N 87.50' N I o �� Y�� I��� Q�
O F �Q)
I 101.50' Q 1 °
/1�7 32.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 37.20' 40.00' 22.81' o Q IN P
h o
o Lil • cli 0 CD
27 3,200 SF o 7 3,200 SF o ` o c
6 3,857 SF 00 11.31' -0.80' N . �I 39 2,450 SF
1 M " 00
� 1 100.00' M Nd N N
C6 U. 100.00' 31 87.50' 5L7
�C � 1 UNPLATTED
I CO) v o o 00 w
101.50' 2 3 4 o o O o 40 2,450 SF o ;3;
o J
I w w
5 6 7 8 9 10 0 11 co 26 3,200 SF 8 3,200 SF N . N �, N °C �' o
c PO 87.50' I LU o z
IL
7 3,857 SF co oho o o Cn `n cn ' co "' w "' n r C/ Z
M M rn 00 o LO o F- o o LO F- o r- o � o cOo 100.00' 100.00, Z
o oc o0 oc o0 oc 0 _ 1 Z cc o
I V M Cl) Cl) Cl) M Cl) M V cV oo G C) F- m
101.50' BCR=20',TYP. o 0 00 41 2,450 SF cn z >
1 BCR=20',TYP. - 25 3,200 SF M 9 3,200 SF N ? N N I 2-- z z
o c co 87.50' 1 o z
8 3,857 SF c �0r 6.52' 100.00' 100.00,co ' w •�' 7.13' 0 N o aD oCw ]
M 6 ��/ M o C o CJ U
40.00'
38.00 38.00' R. ai au 42 2 450 SF cn
z o
I 38.00' 38.00' 38.00 38.00' 38.00 40.00' O oO o 0 0 o z
O - N
o N
c s s 24 3,200 SF 10 3,200 SF N 87.50' o w > a
1 M
1 1014. .50' - _ W. ROCKLEDGE ST. 443.63' o 100.00' 100.00, M o 0 1 w °C
I T o - - - - - - - - - - -
to MM I cy;°° O I au 43 2,450 SF N oC O LU
0� 9 3,857 SF o ED N 00 I ¢ o z co
' 0 23 3,200 SF o,. 87.50' I o Cn v
N N 11 3,200 SF N 1 CD m w
1 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00, M o I z �
1 in 1 101.50' � 3.22' 100.00' o
N ti 4.38' rQ 100.00, � 44 2,450 SF � 1 CC
I co rn Oo o .r N N ¢ Z
00 10 3,857 SF - o a o 87.50' o J =
1 M M 22 3,200 SF C\j12 3,200 SF ° _ _
o LL o LL o LL o LL o LL o LL o 0 0 100.00' 100.00' 45 2,450 SF 00 1 I 2 z
wcn �
1 2 3 4 5 6 7 8 9 10 11 12 co c = - o
I a 117 Lq l!) l!) Uf � L.L LL LL C L.L C - C N
101.50' o to w w w w v0 � � u� u� �n
ao rn 00 0" ao 0" aD 0" rn rn rn rn rn o0 0o ao 87.50' I
O CD CD CDA T M W M W M W M M M M cococoCD C I O 21 3,200 SF O
W W o0 0" o
1 M 11 3,857 SF Mi N N 13 3,200 SF o c
M c"' M "' M O 46 2,450 SF o 1
50' 46.00' `D 46.00' 100.00, N N
101.50' 1 BLOCK 7 13 T ° 27.0' I 19.0' .0 100.00'
87.50'
25' 25' 1' o 0 0 `' o I
M 20 3,200 SF m 14 3,200 SF N I C6 47 2,450 SF CR 1
o c e 19.0' 27.0' 0 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' "' N 0`I 1
1 18' 8' co 12 3,857 SF
I M co
5' " M M M c 100.00' 100.00,
Cli 87.50'
M O
N C 0 CD
I
101.50' I N 19 3,200 SF o .0 48 2,450 SF y 1 r° M C\, 15 3,200 SF N N 00
N 1 -
1 o c r 24 23 22 21 20 19 18 17 16 15 14 M M 87.50' 1
100.00'I ° 13 3,857 SF .. N LL o LL n - n - n - ZD , - r 100.00, I
M r CO Ip N N (N N y y M In N U'? N (?
w w w w aO �' w �' ao °D M 00 w 00 w ao w o BLOCK 8 Oro 49 2,450 SF c I cto
o co co co ao co 0o co ao 00 0o I Q
0 0 0 0 0 0 0 0 0 0 0 o ao
1 c' "' "' "' "' r' M M M 18 3,400 SF � 16 3,400 SF N `"
1 101.50' Cl) 87.50'
I 0.25' M /N�
o w ' BCR=20',TYP. 100.00' 100.00'
00 14 3,994 SF w .. 3.93' o o
Cl) •m, �0rs, 3.09' ti� 5.49' 4.16'� s 50 2,450 SF CR
o� 28.08 00
32.00' 32.00' 32.00' 32.00' 32.00' 32.00' L 21.14, 17 3,740 SF N I
32.00' 32.00' 32.00' 32.00' 170.00' 21.28 87.50' I I rIr O Q I CA Q
112.74' pO 0 Qo; o o
I - - - - - - - - - _ _ _ _ -
393.05' W. D_OUBLER_OCK ST. _ °'
238.01' - - N 51 2,450 SF I
1 15 4,848 SF M �Q�, "' 0 87.50' N
_ I W Q z
�; 1 o
r . .. r . r •. . _ r . � , r• ,• . . o o i W
I 112.74' 18 34.So' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' ? I N 52 2,450 SF ° pC w
0.92' 10.00' j�Q 87.50' I Lu
0
1 M 16 4,848 SF cliT 19 BCR=20',TYP. ' N 53 BLOCK40 SF
1
CR
I 20' 46.00' `•I MIJ
20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 87.50 I
112.74' �' 00
� � y LL c o 0 0 0 0 0 o W
1MIJ
N o coN o c m c m o m o o Nm co allo co allo o coN o w o allo o allo o N u� LL m LL Lq LL 27.0' 19.0' ' b b
1 25.33' o co o co o co o cc m m m N cn n
r M M M M M M M �00 O V O V o O O N O T N 54 2,450 SF C
I O N
M M cq cq cq cq cq co co co ch of c.f rn 87.50' I
�, BLOCK 3
N 17 Q' ED
L„
7,227 SF "' N c
1
6 55 2,625 SF o 1
M
_ 6.58' 87.50' 6.00'
SE 1/16 25.00' 25.0 30.00' 138.35' 34.00' 32-00� 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32�00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' 24.29' 27. 0' 19. 's O
87.50 _ -4 35.00' 125.00' _ _ 135.04' 40.00, S 1/16 - -
N89°22'11"W 1023.15' - -- -- - - -- - - - - - Ns9°22'11"w 300.04'
�56
550 SF
I
UNPLATTED % \ UNPLATTED UNPLATTED PROJECT NO. 22-0804-ANV
DWG FILE PP.301
r
�
a DESIGNED BY BT
Mhk DRAWN BY JTA
CIVIL INNOVATIONS
I NORTH CHECKED BY BT
50 25 0 50 100 ISSUE DATE 08/02/23
HORIZ.SCALE AS SHOWN
HORIZONTAL SCALE IN FEET VERT.SCALE AS SHOWN
PP301
SHEET 4 OF 5
D:\Civil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PP.300(PRELIMINARY PLAT).dwg
MMI
MMI
w 50'RIGHT-OF-WAY DEDICATION }
o ERSATZ PLACE CD
O
25' 25' = r 0
w C7 O w r
18' 8' 5' V LANDING
� N N �
r y
LANDSCAPE SIDEWALK O c °O 0
0 12'EXISTING PAVEMENT VARIES-SEE PLAN VARIES-SEE PLAN 2' J oo °O '�
EXISTING PAVEMENTCD
m 0 c
Y — O
rc 1' pC LLI -
VERTICAL CURB AND GUTTER Z5 LU U
O z 3
w m O 3
co =
1 MIS � CL
SawcutLine 2% 1,75% 2% 3. � o
1%MIN.-4%MAX. r
- - - 31MgX �
2' IN.
ASPHALTIC PAVEMENT EXTEND ROAD BASE MA ERIALS
5"THICK CONCRETE SIDEWALK
3/4"MINUS CRUSHED GRAVEL 6"PAST CURB AND GUTTER(TYP.)
6"MINUS PIT RUN NOTE:
COMPACTED STABLE SUBGRADE 1. SIDEWALK CROSS SLOPES SHALL NOT EXCEED 2.0%
1 TYPICAL STREET SECTION
NOT TO SCALE-ERSATZ PLACE
CXST��� l
I 0 62
OF IN P o
} a
0 46'RIGHT-OF-WAY o w
LL LL 2 = LLO J H
O o C7
C7
78'RIGHT OF WAY CD 27.00' 19.00' = CD
13.5' 21.5' 8' 21.5' 13.5' 0.5' 5' 8' 2' 11.50' J 11.50' 2' 1 5' 0cc CD
.5' z a o m
SIDEWALK SIDEWALK z
1'LANDING 1'LANDING E75z ¢ o
0.5' 5' 8' 2' 19' 4' 4' 19' 2' 8' 5' 0.5' � z z
SIDEWALK SIDEWALK ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD w o �
T LANDING VERTICAL CURB AND GUTTER PER ACHD 0.5' 0.5' 6"VERTICAL CURB(NO GUTTER)PER V LANDING 3•1 M SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 M o LU >
3 SUPPLEMENTAL DETAIL SD-701 ISPWC STD.DWG.SD-701A-8"HIGH 1.75% 2% 2% 2% 1.75% �1414
z o z
� � o o z
r MAX 1.75% 2% 2°% 2% 2% 5% 3 M - o
._> _.. - 3 w1.7 � u, �
g,1 M �14
ASPHALTIC PAVEMENT z o o
5"THICK CONCRET ASPHALTIC PAVEMENT 3/4"MINUS CRUSHED GRAVEL BASE 5"THICK CONCRETE SIDEWALK PER = o zo 0
ACHD SUPPLEMENTAL DWG.SD-709 0 Cn c�
3/4"MINUS CRUSHED GRAVEL z
SIDEWALK 6"MINUS PIT RUN 6"MINUS PIT RUN 4"OF 3/4"MINUS CRUSHED GRAVEL �m w
COMPACTED STABLE SUBGRADE COMPACTED STABLE SUBGRADE EXTEND ROAD BASE MATERIALS a
6"PAST CURB AND GUTTER(TYP.) o 2-1
J
Z TYPICAL COLLECTOR STREET SECTION (WITH ISLAND AND DETACHED SIDEWALKS) TYPICAL LOCAL STREET SECTION W =
NOT TO SCALE 4NOT TO SCALE
z
y
m
Ca o
y Q z
o O
Q a < <
Z w
LL o 38'RIGHT-OF-WAY o z c/)
0 54'RIGHT-OF-WAY o r LU Q F—
_ _ CD_ W w
w
fL 19.00 19.00 " F—
27.00' 27.00' ' ' cc
27.00'5' 8' 2' 11.50' 11.50' 2' 8' 5' 0.5' 0.5' 5' 2' 11.50' 11.50' 2' 5' 0.5' CD
SIDEWALK SIDEWALK V LANDING SIDEWALK SIDEWALK V LANDING
1'LANDING i 1'LANDING
ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD
ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD
M M 3'r Mqk 1 75% SUPPLEMENTAL DWG.SD-702 SUPPLEMENTAL DWG.SD-702 MIJ
1.75% �144
W
3,r SUPPLEMENTAL DWG.SD 702 SUPPLEMENTAL DWG.SD-702 ° M
1.75% 2% 2% 2%° 2% 1.75% 3.1
3.1M d rM 3,M
ASPHALTIC PAVEMENT ASPHALTIC PAVEMENT
3/4"MINUS CRUSHED GRAVEL BASE 5"THICK CONCRETE SIDEWALK PER
3/4"MINUS CRUSHED GRAVEL BASE ACHD SUPPLEMENTAL DWG.SD-709 O
6"MINUS PIT RUN 1 6"MINUS PIT RUN
4"OF 3/4"MINUS CRUSHED GRAVEL
COMPACTED STABLE SUBGRADE EXTEND ROAD BASE MATERIALS COMPACTED STABLE SUBGRADE EXTEND ROAD BASE MATERIALS
6"PAST CURB AND GUTTER(TYP.) 6"PAST CURB AND GUTTER(TYP.)
TYPICAL LOCAL STREET SECTION TYPICAL LOCAL STREET SECTION
OT TO SCALE 5NOT TO SCALE
PROJECT NO. 22-0804-ANV
DWG FILE PP.400
DESIGNED BY BT
DRAWN BY JTA
CHECKED BY BT
ISSUE DATE 08/02/23
HORIZ.SCALE AS SHOWN
VERT.SCALE AS SHOWN
PPA00
SHEET 5 OF 5
DACivil Innovations Projects\2022\22-0804-ANVIL\200-Construction Drawings\204-Preliminary Plat\22-0804-ANVIL-PP.400(STREET SECTIONS).dwg